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Back to Formulas

0x

002025

2025-07-29

Design Shear Resistance

\begin{array}{l} V_{w p} = \begin{matrix} 0.9 f_{y, w c} A_{v c} \\ \sqrt{3} γ_{M 0} \end{matrix}; \\ A_{v c} = \min ((A - 2 b t_{f} + (t_{w} + 2 r) t_{f}); η h_{w} t_{w}) \end{array}

;